外墙40米用24墙40*高6.2*0.24=59.52m3内墙34米用18墙34*高6.2*0.18=37.94m3红砖:59.52+37.94m3*528=51459块砂浆:59.52+37.94m3*0.24=23.39m3水泥:23.39m3*0.0.222=5.19吨砂:23.39m3*1.23=28.77m3混凝土地圈梁:40+34=74*0.4*0.25=7.4m3外圈梁:40*0.3 展开
外墙40米用24墙40*高6.2*0.24=59.52m3内墙34米用18墙34*高6.2*0.18=37.94m3红砖:59.52+37.94m3*528=51459块砂浆:59.52+37.94m3*0.24=23.39m3水泥:23.39m3*0.0.222=5.19吨砂:23.39m3*1.23=28.77m3混凝土地圈梁:40+34=74*0.4*0.25=7.4m3外圈梁:40*0.3*0.24=2.88m3内圈梁:34*0.3*0.18=1.84m3板:110*0.1*2=22.00m3楼梯:约=1.8m3地板6Cm厚:约=6.0m3混凝土合计:41.92m3水泥:41.92*0.34=14.25吨砂:41.92*0.58=24.3m3碎石:41.92*0.92=38.56m3钢筋估算地圈梁:6Φ14=(74m+搭接8*0.52 )*6*1.21=567.4kg箍筋:Φ6.5@200mm={74m/0.2*(0.4-2*0.025+0.3-2*0.025)*2+0.1}*0.26=125.0kg一、二层内外圈梁:4Φ12=(74m+搭接8*0.45 )*4*0.888*2层=551.3kg外圈梁箍筋:Φ6.5@200mm={40m/0.2*(0.4-2*0.025+0.24-2*0.025)*2+0.1}*0.26*2层=122.7kg内圈梁箍筋:Φ6.5@200mm={34m/0.2*(0.4-2*0.025+0.18-2*0.025)*2+0.1}*0.26*2层=99.0kg板下部筋:(你没有细部开间尺寸只能按100m2,长宽10m估算)Φ8@150*150mm双向={10m/0.15*(10m+弯钩6*0.05)}*0.395*2*2层=1074.0kg上部负弯矩筋:(按单向用筋量的4分之3估算)Φ8@150mm=10m/0.15*10*0.395=260/4*3*2层=390.0kg弯矩分布筋:Φ6.5@200mm=10m/0.2*10*0.26=130/4*3*2层=195.0kg楼梯钢筋:(按梯宽1m、梯长3.3m双跑一转台估算)主筋Φ6.5@200mm=(2.6+1.5)*2/0.2*1.0*0.26*2=21.32kg1m/0.2*3.7*0.888=19.7*2*2座=78.8kg负弯矩筋78.8kg/2=34.4kg分布筋Φ8@250mm=3.3m/0.25*1.05*0.395=5.5*2*2座=22.0kg梯梁钢筋:Φ6.5@200mm=(2.6+1.5)*2/0.2*1.0*0.26*2=21.32kg(2.6+1.5)*2*4*0.888*2=58.25kg箍筋:Φ6.5@200mm=(2.6+1.5)*2/0.2*1.0*0.26*2=21.32kg转台:Φ6.5@200mm=2.1*1.5=3.15m*4.5kg*2=28.36kg合计:Φ14=567kg Φ112=721.2kg Φ8=1486kg Φ6.5=595.68kg建议你还是在纵横墙接点处加设构造柱,这样对抗震好点,地圈梁下做80-120cm宽的毛石基础,深度90cm,30cm左右一层,这样以后加至4层,另外如室内堂屋上的空梁要加大钢筋. 收起
